HomeMy WebLinkAbout#02 - Pavement Management ProgramSTAFF REPORT
DATE: July 11, 2023
DISCUSSION
AGENDA ITEM: Pavement Management Plan
SUBMITTED BY: Jack Griffin, City Engineer
REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director
BACKGROUND: In 2016 the city retained GoodPointe Technology to conduct a city-wide street inventory and pavement condition assessment using the PCI rating system, and to replace the Cartegraph pavement ratings that were conducted in 2012. The pavement management information was uploaded to ICON, an infrastructure database management program that is used to manage and track the condition of the city’s pavements. The pavements were then re-rated and updated in 2021 by GoodPointe Technology.
The Public Works and Engineering staff have been using the detailed pavement condition rating data to assist in making informed decisions when programing the annualized street maintenance projects and in the development of the Street Capital Improvement Plan. However, staff had not completed a fully developed
Pavement Management Plan (PMP) in a form that could be published and presented to the Council and public. With the PMP remaining incomplete and unpublished, the strategic policy decisions being made for the annual street maintenance and capital improvements remained at the staff level and were not adequately
transparent for the Council and public. ISSUE BEFORE COUNCIL: What additional information would the Council like to see addressed in the final Pavement Management Plan? What policy changes or plan revisions would the Council like to see addressed in the final Pavement Management Plan? PROPOSAL DETAILS/ANALYSIS: As part of the Council strategic planning efforts the development and publication of a Pavement Management Plan was identified as a priority with the presentation of a draft plan to be presented to Council at the July 2023 Workshop. A copy of the draft PMP is included in the workshop agenda packet, which also includes a draft of the 10-
year Street Capital Improvement Plan. Developing and implementing a systematic pavement management program enables a community to more effectively plan and program maintenance and rehabilitation strategies for the city street and pavement assets. A good pavement management program will help to
provide more accurate and accessible information on the pavement network, will better track pavement performance, will help to better predict funding needs and will make more efficient use of available resources. In addition, the data driven process will improve communications between staff and the City
Council for the purpose of establishing and supporting the proper funding and budget levels. The draft PMP consists of the following key elements: 1. Current Pavement Condition Report. 2. PCI rating for each street segment, presented in Map and tabular form. Staff recommends updating ratings every 4 years. 3. Pavement Maintenance and Rehabilitation Methods with estimated Unit Costs. 4. Pavement Maintenance and Rehabilitation Schedule. 5. Current Funding Budget Analysis. The projected average PCI rating is estimated for the next 10 years assuming the current annual street maintenance budget of $600,000. ATTACHMENTS: 1. Draft Pavement Management Plan (PMP).
FOCUS ENGINEERING, inc.
PAVEMENT MANAGEMENT PLAN
JULY, 2023
CITY OF LAKE ELMO, MN
www.FOCUSengineeringinc.com
30TH STREET N
10TH STREET N
20TH STREET
CITY OF LAKE ELMO
PAVEMENT MANAGEMENT PLAN
TABLE OF CONTENTS
PAGE NO.
SECTION I. PURPOSE AND EXECUTIVE SUMMARY ....................................................................... 1
SECTION II. CURRENT PAVEMENT CONDITION REPORT................................................................ 2
SECTION III. PAVEMENT MAINTENANCE AND REHABILITATION METHODS ..................................... 4
SECTION IV. PAVEMENT MAINTENANCE/REHABILITATION SCHEDULE ........................................... 6
SECTION V. 10‐YEAR STREET CAPITAL IMPROVEMENT PLAN ........................................................ 9
SECTION VI. APPENDICES ........................................................................................................... 9
APPENDIX A: PCI CONDITION RATING MAP.
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT.
APPENDIX C: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN MAP.
APPENDIX D: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN SCHEDULE.
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 1 OF 9
I. PURPOSE AND EXECUTIVE SUMMARY
This Pavement Management Plan (PMP) has been developed for the city to document a systematic
program of maintenance, repair, and improvement for the city street network. The City of Lake Elmo
has a commitment to its residents and the traveling public to maintain over 97 miles of public streets in
a condition that provides for functional, safe and efficient travel in a cost‐efficient manner.
The policies and practices outlined in this PMP are intended to provide a blueprint for the City to
maximize the expected useful life of the city streets while minimizing maintenance and rehabilitation
costs. The program is comprised of four main components; including: 1) street inventory and condition
assessment; 2) policies that will guide the timing and type of maintenance and rehabilitation activities,
and prioritizes a schedule of preventative maintenance; 3) implementation of a 10‐year Street Capital
Improvement Plan; and 4) understanding and committing adequate financial resources to maintain a
consistent average pavement standard.
The Report findings and recommendations are as follows:
There are currently 97 miles of city roadways. From 2007 to 2013 the city street mileage
remained unchanged at 71 miles. The city has added 26 miles of new streets since 2013.
The average condition rating for today’s streets is 83 (82.7). This generally represents a street
network in very good condition. However, when looking at the street segments with no curb
(typically the older portions of the street network), the average PCI rating falls to 72.1.
78.2% of streets are in the “good” or “excellent” category and require only preventative
maintenance.
6.3% of streets are in the “fair” category and will require additional maintenance
considerations, such as a Mill and Overlay.
15.5% of streets are in the “poor” and “failing” categories, requiring a Full Depth Reclamation
or complete Reconstruction.
The city should maintain an annualized street maintenance budget in the amount of $600,000
over the next 10 years to adequately address its preventative maintenance, including Mill and
Overlays when applicable.
The city should proceed with the implementation of the 2024–2033 Street Capital
Improvement Plan to address the 15% +/‐ of streets that remain “poor” to “failing”. The plan
estimates $36.2 million for local street improvements, $15.8 million for collector street
improvements, and $9.5 million in cost participation for County Roadways.
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 2 OF 9
Pavement condition ratings should be conducted every 4 years to maintain an accurate
assessment of the pavement conditions for use in projecting future street maintenance costs.
Street maintenance and rehabilitation should be implemented in general accordance with the
Street Life Cycle Maintenance and Rehabilitation Schedule outlined in this Report.
Full Depth Reclamations (FDR) with new concrete curb and gutter continue to be the
recommended improvements for streets with existing bituminous curb, even when the street
remains in the “fair” rating category. FDR is an assessable improvement.
Full Depth Reclamations (FDR) without new concrete curb and gutter will provide the city with
an effective and cost‐efficient rehabilitation technique for its pavement management program
in the years to come. This will become the go‐to rehabilitation technique when today’s newer
streets are ready for rehabilitation.
II. CURRENT PAVEMENT CONDITION REPORT
Goodpointe Technology performed city wide pavement condition ratings in 2016 and again in 2021.
Each assessment provided a Pavement Condition Index (PCI) for each street segment on the city owned
network. The PCI uses a rating scale of 1‐100 with 100 being representative of a new pavement. The
detailed surface condition assessment identifies pavement distress type, quantity, severity, and extent,
which is then reported as a numerical expression of a pavement condition rating, or PCI. Initially
developed by the U.S. Army Corps of Engineers, the Pavement Condition Index (PCI) methodology is
used nationwide and is endorsed by the American Public Works Association (APWA) and has been
standardized by the American Society of Testing and Materials (ASTM).
The city uses ICON pavement management software by Goodpointe Technology to manage the
condition ratings. The program is used to model and predict the pavement deterioration over time, and
to develop and analyze maintenance budget requirements to maintain a minimum pavement standard
rating. In order to increase the accuracy and reliability of the budget projections, it is recommended
that the street ratings be conducted and updated in the model every 4 years.
A summary of the current pavement condition report, Projected PCI ratings as of July 1, 2023, for the
city street network are listed below. The PCI ratings reported in this Report are based on the 2021
GoodPointe field survey with adjustments made for recent street maintenance applications, recent
street capital improvement projects, and using the programs projected pavement deterioration curve.
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 3 OF 9
The current average PCI rating for all public streets (weighted by pavement area) is 83.
Historical PCI weighted averages.
Year 2023 PCI = 83 96.99 Miles of Streets
Year 2021 PCI = 79 94.80 Miles of Streets
Year 2016 PCI = 73 79.85 Miles of Streets
The average PCI rating for Collector/Municipal State Aid Streets is 82.5.
The average PCI rating for Local Streets is 82.8.
The average PCI rating for all Streets with curb is 94.4.
The average PCI rating for all Streets without curb is 72.1.
The current PCI rating for each street segment is graphically depicted on the Street Ratings
Map found in Appendix A.
Appendix B provides a listing of the current PCI rating for each street segment in Table form
together with segment ID, length, and area.
The PCI – Pavement Conditions Breakdown by Total Pavement Surface Area is depicted on the
following Table and Bar Chart.
PCI ‐ Pavement Conditions Breakdown
PCI Category
PCI
Range Maintenance/Rehabilitation Needs % (SF)
Est.
Miles
Excellent 85 100 Preventative Maintenance 65.8% 63.9
Good 70 84 12.5% 12.1
Fair 55 69 Rehabilitation / Mill and Overlay 6.3% 6.1
Poor 40 54 Reclamation / Reconstruction 7.3% 7.1
Failing 0 39 Reconstruction 8.2% 7.9
Total Street Miles 97.0
PCI ‐PAVEMENT CONDITIONS BREAKDOWN
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 4 OF 9
III. PAVEMENT MAINTENANCE AND REHABILITATION METHODS
Maintenance costs increase significantly as the pavement ages. The maintenance actions and costs
required to keep a roadway in its present condition are much less when the roadway is relatively new
and in good condition. Therefore, it is important that the proper maintenance actions be taken at the
optimal time to minimize maintenance costs and maximize the useful life of the pavement.
Maintenance or Construction Cost Total Project Cost
Rehabilitation Method Unit Cost ($/SF) Unit Cost ($/SF)
Seal Coating $ 0.24 $ 0.30
Mill and Overlay $ 1.60 $ 2.00
Reclamation – No curb $ 4.07 $ 5.50
Reclamation – New curb $ 8.33 $11.25
Reconstruction $16.30 $22.00
Pavement maintenance procedures include crack sealing, seal coating, pothole repair and patching.
Crack sealing and seal coating are preventative maintenance procedures designed to slow the
pavement aging process and are most effectively utilized on newer and less distressed pavements. The
procedures are designed to seal the pavement surfaces to protect the pavement from the adverse
effects of age, water and to some extent wear from vehicle traffic. Pavement maintenance procedures
are paid for with city street maintenance funds and are not assessed.
When pavements have extensive cracking and larger areas exhibiting pavement distresses and failures,
repairing potholes and conducting pavement patching over these localized areas can be used as an
interim stop gap measure prior to major rehabilitation. Following pavement patching, seal coats can
also be applied to reseal the repaired surfaces. Pothole repair and patching are required and necessary
elements of street maintenance programs, however they are the least cost‐effective treatments over
the long‐term, so the street maintenance program should be designed to limit their use for corrective
maintenance or emergency maintenance measures.
Pavement rehabilitation consists of procedures used to restore or renew the existing pavement surface
and to add additional structural support to the pavement. Rehabilitation procedures include mill and
overlays, full depth pavement reclamations, and reconstruction. At this time, mill and overlays are paid
through the street maintenance funds and are not assessed. However, all other rehabilitation
procedures are assessed to benefitting properties in accordance with the special assessment policy.
CRACK SEALING: Crack sealing prevents surface water from getting beneath the bituminous surfaces
and into the aggregate base. Crack sealing is generally performed using hot rubberized crack sealing
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 5 OF 9
material. The procedure includes routing small cracks, cleaning and sealing. The city completes a crack
sealing project each year with a priority on newer pavements and for any street that will be programed
for seal coating in the same year.
SEAL COATING (AND CRACK SEALING): Seal coating is a preventative maintenance activity which
involves spraying an emulsified asphalt uniformly across the surface of existing pavement followed by
the application of a uniform cover of crushed aggregate (trap rock). Seal coats do not provide structural
support to existing pavement surfaces, nor will they repair pavement that has reached a point of
structural failure. Crack sealing is performed in conjunction with any seal coat application.
The primary reason to sealcoat a pavement is to protect the pavement from the deteriorating effects of
sun and water. When an asphalt pavement is exposed to sun, wind and water, the asphalt hardens, or
oxidizes. This causes the pavement to become more brittle. As a result, the pavement will crack easier
when exposed to traffic and temperature changes. Cracking allows water to migrate below the
pavement and into the gravel base which in turn can form potholes or soft spots in the road, further
deteriorating the pavement. A seal coat combats this situation by providing a waterproof membrane
which not only slows down the oxidation process but also helps the pavement to shed water. A
secondary benefit to seal coating is to increase then surface friction of the pavement. This is
accomplished by the additional texture the cover of aggregate adds to the pavement.
MILL AND OVERLAY: A bituminous overlay is a cost‐effective method to renew the structural integrity
and extend the life a street by grinding off a portion of the existing pavement surface and placing a new
top layer of bituminous surfacing. Mill and overlays are generally conducted at 1‐1/2” or 2” thickness.
This method can be utilized on roadways where the existing underlying gravel base and subbase remain
structurally sound. The new overlay surface will extend the useful life of the street but not to the same
extent as a reclamation or reconstruction project, as the surface cracking for an overlay will likely be
more extensive due to reflective cracking, and the overlay surface will quickly fail in areas where the
aggregate base has diminished support. Mill and overlays are intended to provide a useful service life
of 7 to 15 years.
FULL DEPTH RECLAMATION (NO CURB AND GUTTER). A Full Depth Reclamation (FDR) is an engineered
rehabilitation technique in which the full thickness of the bituminous surface and a portion of the
underlying aggregate base is extracted, pulverized and blended to provide an upgraded, homogeneous
base material, generally to an approximate 8‐inch depth. A new bituminous surface is then paved over
the renewed recycled base. The procedure not only replaces the top bituminous surface, but also
results in a renewed homogenous base material to a limited depth, thereby increasing the structural
capacity of the pavement section. Because the underlying in‐situ soils remain below the renewed
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 6 OF 9
aggregate base, the same distresses are likely to eventually work back into the new pavement section,
limiting the useful service life of the reclaim to 20‐25 years.
Completing this procedure when no storm sewer improvements are needed and when curb and gutter
replacement is not needed, will provide the city with a highly effective and cost‐efficient rehabilitation
technique for its pavement management program in the years to come. This will become the go‐to
rehabilitation technique when today’s newer streets are ready for rehabilitation.
FULL DEPTH RECLAMATION WITH NEW CONRETE CURB AND GUTTER. The FDR rehabilitation technique
is currently being employed, when feasible, for the city’s aged street network (open space and rural
estate neighborhoods), however, the improvements are being completed at a much higher cost per
square foot than the typical FDR process. This is due to the fact that the older neighborhoods were
constructed with limited storm sewer and drainage provisions and with either bituminous curb or no
curb at all. The project results in the improved pavement section with a useful service life of 20‐25
years, but also improves the storm sewer drainage system and adds new concrete curb and gutter to
improve drainage and provide structural support for the edge of the paved streets.
RECONSTRUCTION. Reconstruction is defined as any major rehabilitation involving the removal or
relaying of all pavement layers including the bituminous surface, aggregate base and subbase
materials. Current city standards require a full depth engineered pavement section that includes a sand
subbase drainage layer with drain tile provisions to protect the new roadway from future frost heave
failures. Pavement sections are reconstructed to a minimum depth of 2‐ft for 7‐ton low‐volume streets
and to a minimum depth of 3‐ft following utility installation or along high‐volume collector streets.
Reconstruction is performed on streets that have deteriorated to the point where reconstruction is the
only cost‐effective method of rehabilitation. However, street reconstruction is also required when
major utility installation is needed along the street segment, whether the utility is for the extension of
public watermain, extension of sanitary sewer service, or for major storm sewer systems.
IV. PAVEMENT MAINTENANCE/REHABILITATION SCHEDULE
All streets have a limited life span which can be lengthened by proper care and maintenance. A street
with little or no maintenance will typically last less than 20 years before it needs to be completely
reconstructed. Many variables such as underlying soil conditions, poor drainage provisions, quality of
initial street construction, and traffic loads can have dramatic effect on the overall life. Figure 1 shows
the typical deterioration of a street when no routine maintenance is performed.
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 7 OF 9
FIGURE 1
Figure 2 shows the timely scheduling of periodic pavement maintenance and the effect on extending
the useful life of the roadway. The graph shows the normal performance (life cycle) curve of pavement
from new condition to problem condition within 18 years. The graph also shows how the periodic seal
coating and overlaying reverses the declining condition, returning the pavement to a much better
condition and extending its useful life to 50+ years.
FIGURE 2
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 8 OF 9
In order to maximize the life cycle of the pavement at minimum maintenance cost, the proper
maintenance actions need to be undertaken at the optimum time. A proposed schedule for these
special maintenance actions are as follows:
STREET LIFE CYCLE MAINTENANCE AND REHABILTATION SCHEDULE
CITY OF LAKE ELMO PAVEMENT MANAGEMENT PLAN PAGE 9 OF 9
V. 10‐YEAR STREET CAPITAL IMPROVEMENT PLAN
The City has traditionally maintained and implemented an annualized 5‐year Street Capital
Improvement Plan (CIP) which provides long‐term planning and management of street and
transportation infrastructure. Starting this year, the program has been expanded to include a 10‐year
program at the direction of the City Council. The 10‐year CIP Planning Map is included in Appendix C of
this Report and the Plan Costs are further detailed in Appendix D.
The 10‐year CIP provides for a schedule of capital street projects to address the City’s goals for
maintaining public street infrastructure to an acceptable level of service. The 10‐year horizon of the CIP
provides the city with an opportunity to evaluate project priorities annually and to adjust the timing,
scope, and cost of projects as new information becomes available. Streets that have exceeded their life
expectancy and can no longer be effectively maintained are programed for reconstruction.
The 10‐year CIP plan estimates $36.2 million for the reconstruction of the local streets, $15.8 million
for collector street improvements, and $9.5 million in cost participation for County Roadways.
VI. APPENDICES
A. APPENDIX A: PCI CONDITIONS RATINGS MAP.
B. APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT.
C. APPENDIX C: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN MAP.
D. APPENDIX D: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN SCHEDULE.
APPENDIX A: PCI CONDITIONS RATINGS MAP
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
3RD ST N LANGLY AVE LAVERNE AVE N 704 375 8,749 93
3RD ST N LAVERNE AVE N EAST END 705 344 14,015 93
3RD STREET PL N WEST END LAKE ELMO AVE N 140 1,697 47,516 50
4TH ST N LANGLY AVE LAVERNE AVE N 637 319 7,442 93
4TH ST N LAVERNE AVE N EAST END 639 261 12,079 93
4TH ST N JULIA AVE N 4TH ST LN N 932 506 11,805 100
4TH ST N 4TH ST LN N JUNCO RD N 907 596 13,905 100
4TH ST N JUNCO RD N EAST END 912 371 14,374 100
4TH ST N 4TH ST LN N JULIANNE AVE N 925 466 10,872 100
4TH ST N JULIANNE AVE N JEAN AVE N 916 278 6,486 100
4TH STREET LN N 4TH ST N JUNCO RD N 908 601 14,021 100
5TH ST N LAVERNE AVE N EAST END 634 710 21,300 100
5TH ST N LAKE ELMO AVE N LAVERNE AVE N 635 676 34,476 100
5TH ST N 7TH ST N KEATS AVE N 641 567 22,113 100
5TH ST N JAY AVE N 7TH ST N 642 806 31,434 100
5TH ST N JUNCO RD N JAY AVE N 643 669 34,119 100
5TH ST N JULIA AVE N JUNCO RD N 768 929 36,231 100
5TH ST N JULIANNE AVE N JULIA AVE N 892 845 32,955 100
5TH ST N JADE TRL N JULIANNE AVE N 767 1,236 48,204 100
5TH ST N JADE TRL N (S END)JADE TRL N (N END)816 1,151 31,457 100
5TH ST N JADE TRL N IVYWOOD CIR N 657 1,247 37,410 98
5TH ST N IVYWOOD CIR N ISLAND TRL 857 799 40,701 98
5TH ST N ISLAND TRL INWOOD AVE N 808 1,284 65,407 98
5TH STREET LN N JAY AVE N 7TH ST N 732 1,548 36,115 100
6TH ST N 6TH ST LN N 6TH ST LN N 706 413 9,635 100
6TH ST N LOWER 6TH ST N 6TH ST LN N 729 324 7,559 100
6TH ST N JUNO AVE N LOWER 6TH ST N 731 650 15,165 100
6TH STREET CIR N LAVERNE AVE N SOUTH END 783 365 14,505 100
6TH STREET CIR N LAVERNE AVE N EAST END 784 501 11,688 100
6TH STREET CT N 6TH ST N EAST END 727 306 12,903 100
6TH STREET LN N JAMES AVE N 6TH ST LN N 707 1,660 38,728 100
7TH ST N JAMES AVE N JUNIPER CT N 646 1,008 23,517 100
7TH ST N JUNIPER CT N JAY AVE N 647 264 6,159 100
7TH ST N JAY AVE N 5TH ST N 645 938 21,884 100
8TH ST N JUNIPER AVE N JAMES AVE N 733 1,352 31,542 100
8TH ST N 8TH ST N (SOUTH LOOP)JUNIPER AVE N 734 448 10,452 100
8TH ST N 8TH ST N (SOUTH LOOP)8TH ST N (SOUTH LOOP)736 359 8,375 100
8TH ST N 8TH ST N 8TH ST N 737 499 11,642 100
8TH ST N JUNE AVE N 8TH ST N SOUTH LOOP 738 261 6,089 100
8TH ST N KEATS AVE N JUNE AVE N 806 568 13,251 98
9TH PL N IRVING BLVD N ISLAND TRL 715 640 12,800 98
9TH PL N ISLAND TRL IRVING BLVD N 716 690 13,800 98
9TH PL N ISLAND TRAIL 9TH PL N 723 1,158 23,160 98
9TH ST N JASMINE AVE N EAST END 479 719 18,529 29
9TH ST N WEST END JASMINE AVE N 480 707 18,219 29
10TH STREET CT N 10TH ST N NORTH END 471 550 17,105 82
10TH STREET LN N 10TH ST N WHISTLING VALLEY TRAIL 474 932 18,640 100
11TH ST N WEST END LAVERNE AVE N 467 362 10,317 77
12TH ST N LAYTON AVE N LEEWARD AVE N 463 302 8,939 57
12TH ST N LAVERNE AVE N LAYTON AVE N 464 899 27,779 75
12TH ST N WEST END LAVERNE AVE N 465 402 12,341 68
14TH ST N 14TH ST N 14TH ST N SPLIT 458 716 11,241 91
14TH ST N LAKE ELMO AVE N 14TH ST N SPLIT 459 197 4,590 84
14TH ST N 14TH ST N 14TH ST N SPLIT 460 818 13,088 95
14TH ST N SOUTH END 14TH ST N SPLIT 461 1,170 23,166 0
15TH ST CT N 15TH ST N WEST END 513 620 14,198 100
15TH ST N IVY AVE N EAST END 452 2,423 58,152 100
15TH ST N IVORY AVE N IVY AVE N 454 1,357 32,568 100
15TH ST N INWOOD AVE N IVORY AVE N 456 560 13,440 100
15TH ST N HYDRAM AVE N INWOOD AVE N 457 2,629 54,946 37
16TH ST N IVY AVE N EAST END 446 322 9,596 38
16TH ST N IVORY AVE N IVY AVE N 448 694 17,419 21
20TH ST N LEGION AVE N MANNING TRL N 112 2,283 45,203 85
20TH ST N 20TH STREET CT N LEGION AVE N 441 2,040 42,432 84
20TH ST N LAKE ELMO AVE N 20TH STREET CT N 443 575 11,845 81
20TH STREET CT N 20TH ST N NORTH END 442 300 7,770 90
21ST ST N 22ND ST N INWOOD AVE N 433 444 19,239 100
21ST ST N WEST END MANNING TRL N 438 605 24,474 75
21ST ST N 22ND CT N 21ST ST N 439 1,826 46,873 100
22ND CT N WEST END 22ND ST N 432 340 8,728 100
22ND ST N 22ND CT N 21ST ST N 434 1,552 39,840 100
2023 CONDITION RATINGS BY STREET SEGMENT
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 1 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
24TH ST N 24TH STREET CT N LEGION AVE N 341 783 20,906 89
24TH ST N LANSING AVE N 24TH STREET CT N 344 327 8,633 89
24TH ST N LAKE ELMO AVE N LANSING AVE N 347 1,278 35,528 88
24TH STREET CT N 24TH ST N SOUTH END 346 320 8,512 88
26TH ST N IMPERIAL AVE N INWOOD AVE N 336 2,149 62,321 2
27TH ST N IMPERIAL AVE N INNSDALE AVE N 167 1,436 43,367 28
27TH ST N INNSDALE AVE N INWOOD AVE N 419 354 10,478 61
27TH ST N INWOOD AVE N IRISH AVE N 418 370 7,400 72
27TH ST N IRISH AVE N IRONWOOD TRL N 416 742 15,730 72
27TH ST N IRONWOOD TRL N 27TH ST CT N 421 715 22,094 60
27TH ST N 27TH ST CT N EAST END 422 550 16,170 53
27TH STREET CT N 27TH ST N NORTH END 420 608 18,848 61
28TH ST N IRISH AVE N IRONWOOD TRL N 158 702 14,953 72
28TH ST N WEST END JAMLEY AVE N 164 241 2,988
GRAVEL
28TH ST N JAMLEY AVE N EAST END 165 877 10,612 GRAVEL
30TH ST N 30TH STREET CIR N MANNING AVE N 124 1,180 25,960 87
30TH ST N 30TH STREET CIR N 30TH STREET CIR N 125 335 7,739 17
30TH ST N LISBON AVE N 30TH STREET CIR N 126 615 17,036 55
30TH ST N LEGION AVE N LISBON AVE N 128 478 11,854 100
30TH ST N LAKE ELMO AVE N LEGION AVE N 129 1,699 40,776 100
30TH STREET CIR N 30TH ST N 30TH ST N 132 871 11,759 100
31ST ST N LAYTON CT EAST END 406 202 6,060 89
31ST ST N LAKE ELMO AVE N LAVERNE CT 407 360 10,800 96
31ST ST N LAVERNE CT LAYTON CT 408 362 10,860 93
31ST ST N JANERO AVE N STILLWATER BLVD N 409 1,471 33,539 79
31ST ST N JAMLEY AVE N JANERO AVE N 410 470 10,669 92
31ST ST N STILLWATER BLVD N JAMLEY AVE N 413 547 9,737 95
32ND ST N LAKE ELMO AVE N EAST END 402 713 13,547 94
32ND ST N LAMPERT AVE N LAKE ELMO AVE N 403 695 14,595 100
32ND ST N KLONDIKE AVE N LAMPERT AVE N 405 1,467 24,939 100
32ND ST N LILAC AVE N VILLAGE PKWY N 695 1,136 26,503 98
32ND ST N LINDEN AVE N VILLAGE PKWY N 700 665 15,514 98
32ND ST N 32ND ST N MANNING AVE N 858 308 4,515 92
32ND ST N MANNING AVE N LINDEN AVE N 859 267 3,914 92
33RD ST N LAKE ELMO AVE N LANGLY CT N 378 384 8,064 100
33RD ST N LANGLY CT N LAMPERT AVE N 380 271 5,691 100
33RD ST N LAMPERT AVE N KRAFT CIR N 384 363 7,623 100
33RD ST N KRAFT CIR N 33RD ST LN (EAST)387 252 5,292 100
33RD ST N 33RD ST LN (EAST)33RD ST LN (WEST)388 263 5,786 100
33RD ST N 33RD ST LN (WEST)KLONDIKE AVE N 394 707 14,847 100
33RD ST N 34TH ST N LILAC AVE N 776 1,068 24,916 100
33RD STREET LN N 33RD ST N (EAST)33RD ST N (WEST)397 469 9,896 100
34TH ST N WEST END LAKE ELMO AVE N 373 325 6,368 100
34TH ST N 33RD ST N LILAC AVE N 821 1,106 25,803 100
34TH ST N LILAC AVE N WEST CDS 854 602 14,045 98
35TH ST N WEST END ISLE CT N 366 637 16,437 100
35TH ST N ISLE CT N JAMACA AVE N 368 702 18,020 100
35TH ST N 35TH ST N SPLIT IRONWOOD TRL N 369 439 7,463 100
35TH ST N IRONWOOD TRL N IRIS AVE N 371 543 13,684 93
35TH ST N WEST END LAKE ELMO AVE N 370 206 4,656 99
35TH ST N VILLAGE PKWY N LILAC AVE N 855 941 21,954 100
36TH ST N IRWIN AVE N JAMACA AVE N 358 1,297 27,756 21
36TH ST N LAVERNE AVE N LAYTON AVE N 360 347 7,218 95
36TH ST N LAKE ELMO AVE N LAVERNE AVE N 362 377 12,592 100
36TH ST N WEST END LAKE ELMO AVE N 364 238 4,601 100
37TH ST N IRWIN AVE N JAMACA AVE N 355 1,297 25,551 25
37TH ST N IRIS AVE N IRONWOOD TRL N 356 705 15,722 91
38TH CT N KOKANEE AVE N EAST CDS 810 455 10,615 100
38TH ST N IDEAL AVE N INNSDALE AVE N 352 2,341 43,777 99
38TH ST N 38TH TRL N EAST CDS 890 460 16,450 100
38TH ST N KIRKWOOD LN N 38TH TRL N 891 576 13,438 100
38TH TRL N 39TH ST N 38TH ST N 902 1,937 45,190 100
39TH ST N LAYTON AVE N STILLWATER BLVD N 349 1,172 32,816 100
39TH ST N LAVERNE AVE N LAYTON AVE N 333 433 12,124 98
39TH ST N LAKE ELMO AVE N LAVERNE AVE N 334 867 24,276 100
39TH ST N LAKE ELMO AVE N KOKANEE AVE N 809 687 16,254 100
39TH ST N KOKANEE AVE N 38TH TRL N 903 367 8,683 100
39TH ST N 40TH ST N KIRKWOOD LN N 901 1,483 34,598 100
39TH ST N IDEAL AVE N INNSDALE AVE N 335 2,364 47,044 99
40TH ST N LADY SLIPPER RD N WILDFLOWER DR 662 433 10,102 100
40TH ST N 41ST ST N KIRKWOOD LN N 904 1,629 38,005 100
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 2 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
40TH ST N 39TH ST N 41ST ST N 909 688 16,051 100
41ST ST CIR N LADY SLIPPER RD EAST CDS 740 461 16,474 100
41ST ST N LAKE ELMO AVE N LADY SLIPPER RD N 663 251 6,860 100
41ST ST N LAKE ELMO AVE N KOKANEE AVE N 889 949 22,140 100
41ST ST N KOKANEE AVE N 40TH ST N 905 435 10,292 100
42ND ST N IVY CT N JAMACA AVE N 311 371 11,464 77
42ND ST N ISLE AVE N IVY CT N 320 841 25,819 80
42ND ST N IRVIN CIR N ISLE AVE N 323 497 15,208 77
42ND ST N IRISH CT N IRVIN CIR N 318 723 22,630 78
43RD ST N KIRKWOOD LN N LAKE ELMO AVE N 286 2,036 58,840 94
43RD ST N KINDRED WAY KIRKWOOD LN N 287 430 13,201 93
44TH ST LN N BLUESTEM LN N LITTLE BLUESTEM TRL N 279 925 22,385 28
44TH ST N 44TH ST LN N EAST END 275 143 3,461 19
44TH ST N LITTLE BLUESTEM TRN 44TH ST LN N 276 160 3,856 23
44TH ST N LITTLE BLUESTEM TRL N LITTLE BLUESTEM TRN 277 130 3,237 35
44TH ST N 44TH ST LN N LITTLE BLUESTEM TRL N 278 180 4,302 12
44TH ST N LITTLE BLUESTEM LN N 44TH ST LN N 281 379 9,437 40
44TH ST N LILY AVE N LITTLE BLUESTEM LN N 282 444 11,144 32
45TH ST N JANE RD N JULEP AVE N 273 1,695 47,630 79
47TH ST N KEATS AVE N KIMBRO AVE N 254 2,656 76,493 84
49TH ST N JASPER AVE N JEROME AVE N 119 480 13,440 8
4TH ST LN N JEAN AVE N 4TH ST N 934 773 18,034 100
50TH ST N LINDEN TRL N STILLWATER BLVD N 221 1,750 21,875 99
50TH ST N LILY AVE N LINDEN TRL N 224 1,552 36,938 99
50TH ST N LAKE ELMO AVE N LILY AVE N 227 3,172 73,273 99
50TH ST N KIRKWOOD AVE N LAKE ELMO AVE N 229 1,815 40,838 75
50TH ST N KIMBRO AVE N KIRKWOOD AVE N 231 640 14,592 78
50TH ST N HILL TRL N HILL TRL N 232 964 21,112 61
50TH ST N DEMONTREVILLE TRL N HILL TRL N 234 423 7,699 69
50TH ST N OLSON LAKE TRL N DEMONTREVILLE TRL N 537 426 10,991 49
51ST ST S 51ST ST S TRAIL KEATS AVE N 225 1,942 45,831 99
51ST ST S WEST END 51ST ST S TRAIL 226 990 22,671 99
53RD ST N WEST END DEMONTREVILLE TRL N 172 393 10,729 79
53RD ST N JAMACA BLVD N JEROME AVE N 209 1,005 32,060 100
53RD ST N JEROME AVE N KEATS AVE N 532 4,231 129,469 96
55TH ST WEST END KEATS AVE N 143 949 22,207 0
55TH ST N DEMONTREVILLE TRAIL N JAMACA AVE N 148 2,083 48,534 95
55TH ST N 55TH ST N (ID 203)57TH ST N 151 1,304 35,338 94
55TH ST N 57TH ST N NORTH END 195 465 12,369 36
55TH ST N JAMACA AVE N JAMACA BLVD N 204 1,498 44,790 94
55TH ST N MARQUESS TRAIL N WEST END 631 242 6,292 0
56TH PL N KELVIN AVE N EAST CDS 789 873 20,367 97
56TH ST N 58TH ST N LINDEN AVE N 515 2,610 57,420 44
57TH PL N 57TH ST N SOUTH CDS 786 237 11,248 97
57TH ST N 55TH ST N JULEP WAY 197 1,436 43,654 64
57TH ST N JULEP WAY KEATS AVE N 198 1,869 53,080 94
57TH ST N 57TH ST N S TURNOFF 57TH ST 520 300 5,070 64
57TH ST N WEST END LAKE ELMO AVE N 518 2,200 48,840 63
57TH ST N 57TH PL N EAST END 787 255 5,949 97
57TH ST N KELVIN AVE N 57TH PL N 788 953 22,233 97
57TH STREET CIR N SOUTH END 57TH ST N 519 675 14,783 77
57TH STREET CV N 57TH ST N 57TH ST N 612 18 396 0
57TH STREET CV N 57TH ST N NORTH END 613 438 9,636 0
58TH ST CT N 58TH ST N NORTH END 517 288 6,710 82
58TH ST N WEST END LINDEN AVE N 516 2,222 50,217 48
59TH ST N HYTRAIL AVE N HIGHLANDS TRL N 188 2,002 62,062 86
59TH ST N HIGHLANDS TRL N EAST END 186 843 24,869 80
59TH ST N KEATS AVE N SOUTH END 521 2,094 43,346 92
59TH STREET CT N 59TH STREET CT N KEATS AVE N 190 405 8,667 34
59TH STREET CT N 59TH STREET CT N (N LOOP) 59TH STREET CT N 192 504 11,290 16
59TH STREET CT N 59TH STREET CT N (S LOOP) 59TH STREET CT N 193 543 11,892 16
ANNIKA AVE N QUEEN ST N ANNIKA DR N 778 885 20,647 100
ANNIKA DR N ANNIKA AVE N SOUTH CDS 777 467 16,614 100
ANNIKA DR N QUEEN ST N ANNIKA DR N 779 999 23,307 100
ANNIKA DR N QUEEN ST N 20TH ST N 781 1,343 31,332 100
ARNIE WAY N PALMER DR N PALMER DR N 795 846 19,737 100
BIRCHBARK TRL N CHERRYWOOD TRL N HIDDEN BAY TRL N 109 858 16,216 50
BIRCHBARK TRL N SOUTH END CHERRYWOOD TRL N 268 288 5,933 69
BLAZINGSTAR CT N BLAZINGSTAR LN N EAST END 935 182 4,778 100
BLAZINGSTAR LN N WILDFLOWER DR PRAIRIEVIEW TRL N 679 541 12,622 98
BLAZINGSTAR LN N PRAIRIEVIEW TRL N EAST END 680 795 18,547 98
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 3 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
BLAZINGSTAR LN N WILDFLOWER DR N BLAZINGSTAR CT N 914 345 9,056 100
CHERRYWOOD TRL N HIDDEN BAY TRL N BIRCHBARK TRL N 110 596 11,384 56
DEER POND CT N SOUTH END DEER POND TRL N 319 645 13,158 90
DEER POND TRL N WINDBREAK TRL N HIDDEN BAY TRL N 269 765 15,606 36
DEER POND TRL N JACK PINE TRL N WINDBREAK TRL N 296 1,143 22,403 45
DEER POND TRL N 695 FT EAST OF DEER POND CT N JACK PINE TRL N 300 172 3,492 81
DEER POND TRL N HIDDEN BAY TRL N DEER POND CT N 301 282 5,894 90
DEER POND TRL N DEER POND CT N 695 FT EAST OF DEER POND CT N 302 695 13,483 88
DEMONTREVILLE TRAIL CIR N DEMONTREVILLE TRAIL N DEMONTREVILLE TRAIL CT 541 1,476 34,686 89
DEMONTREVILLE TRAIL CIR N DEMONTREVILLE TRAIL CT EAST END 149 448 9,811 72
DEMONTREVILLE TRAIL PL N DEMONTREVILLE TRAIL CIR N NORTH END 154 185 4,496 73
DEMONTREVILLE TRL N HWY 36 EB HWY 36 WB INTERSECTION 538 102 5,304 87
DEMONTREVILLE TRL N HIGHLANDS TRL N HIGHLANDS TRL N 539 679 16,364 78
DEMONTREVILLE TRL N HIGHLANDS TRL N DEMONTREVILLE TRAIL CIR N 540 840 20,412 82
DEMONTREVILLE TRL N HWY 36 60TH ST N 542 118 5,404 79
DEMONTREVILLE TRL N 476 FT N OF 55TH ST N HWY 36 543 715 17,732 97
DEMONTREVILLE TRL N 55TH ST N 476 FT N OF 55TH ST N 544 476 11,805 94
DEMONTREVILLE TRL N DEMONTREVILLE TRAIL CIR N DEMONTREVILLE TRL N 545 5,058 118,863 83
DEMONTREVILLE TRL N 53RD ST N HIGHLANDS TRL N 546 915 22,326 75
DEMONTREVILLE TRL N 50TH ST N 53RD ST N 547 1,775 44,908 91
HIDDEN BAY CT N HIDDEN BAY TRL N NORTH END 267 204 3,835 77
EAGLE POINT BLVD INWOOD AVE N HUDSON BLVD 498 3,471 120,097 96
EAGLE POINT CIR SOUTH END HUDSON BLVD 531 400 6,480 53
FOURTH ST N INWOOD AVE N INWOOD AVE N INTERSECTION 497 77 2,464 99
HELMO AVE N SOUTH END STILLWATER BLVD N 102 211 6,963 87
HIDDEN BAY TRL N BIRCHBARK TRL N NORTH END 107 506 10,069 43
HIDDEN BAY TRL N HIDDEN BAY CT N DEER POND TRL N 266 1,397 23,190 38
HIDDEN BAY TRL N WINDBREAK TRL N HIDDEN BAY CT N 272 198 3,425 64
HIDDEN BAY TRL N DEER POND TRL N WINDBREAK TRL N 295 1,110 18,759 41
HIDDEN BAY TRL N IDEAL AVE N DEER POND TRL N 298 468 10,577 62
HIGHLANDS CT N HIGHLANDS TRL N SOUTH END 201 794 24,773 75
HIGHLANDS TRL N 59TH ST N HWY 36 EB 187 461 12,816 87
HIGHLANDS TRL N HIGHLANDS TRL N (ID 194)59TH ST N 191 996 30,278 88
HIGHLANDS TRL N HYTRAIL AVE N HIGHLANDS CT N 199 1,324 38,528 83
HIGHLANDS TRL N DEMONTREVILLE TRL N HYTRAIL AVE N 144 563 15,933 85
HIGHLANDS TRL N HILLTOP AVE N DEMONTREVILLE TRL N 169 1,384 44,288 86
HILL TRAIL CT N HILL TRL N EAST END 212 141 2,735 4
HILL TRL N 50TH ST N HILL TRAIL CT N 233 780 15,990 73
HILL TRL N HILL TRAIL CT N 50TH ST N 228 1,660 32,370 57
HILL TRL N SOUTH END 50TH ST N 261 1,825 32,485 60
HILLTOP AVE N HIGHLANDS TRL N NORTH END 170 614 16,210 47
HILLTOP AVE N 50TH ST N HIGHLANDS TRL N 235 2,036 61,691 44
HUDSON BLVD INWOOD AVE N EAGLE POINT BLVD 499 1,063 73,666 49
HUDSON BLVD EAGLE POINT BLVD KEATS AVE N 348 7,675 332,558 43
HUDSON BLVD KEATS AVE N LAKE ELMO AVE N 502 5,633 189,269 85
HUDSON BLVD LAKE ELMO AVE N MANNING AVE N 533 5,731 254,055 64
HUMMINGBIRD CT N WILDFLOWER DR NORTH CDS 761 308 7,186 100
HUMMINGBIRD PARK N HUMMINGBIRD PATH N MONARCH PATH N 805 257 4,068 100
HUMMINGBIRD PATH N MONARCH PARK MONARCH WAY N 694 121 1,613 98
HUMMINGBIRD PATH N MONARCH LN MONARCH PARK 685 160 2,133 98
HUMMINGBIRD PATH N MONARCH LN HUMMINGBIRD WAY N 755 166 2,213 100
HUMMINGBIRD PATH N HUMMINGBIRD WAY N HUMMINGBIRD PARK N 804 150 2,000 100
HUMMINGBIRD PATH N HUMMINGBIRD PARK N SWALLOWTAIL LN 756 161 2,146 100
HUMMINGBIRD PATH N SWALLOWTAIL LN N SWALLOWTAIL WAY N 936 122 2,105 100
HUMMINGBIRD PATH N SWALLOWTAIL WAY N SWALLOWTAIL PARK N 943 148 2,553 100
HUMMINGBIRD PATH N SWALLOWTAIL PARK N WILDFLOWER DR N 913 166 2,864 100
HUMMINGBIRD WAY N HUMMINGBIRD PATH N MONARCH PATH N 758 256 4,052 100
HYTRAIL AVE N HIGHLANDS TRL N 59TH ST N 200 1,434 43,163 82
IMPERIAL AVE N 27TH ST N WEST END 157 819 22,359 27
IMPERIAL AVE N 26TH ST N 27TH ST N 426 1,203 32,120 25
IMPERIAL AVE N SOUTH END 26TH ST N 338 483 13,621 29
INNSDALE AVE N STILLWATER BLVD N SOUTH END 134 404 12,645 41
INNSDALE AVE N 38TH ST N 39TH ST N 351 570 11,400 99
INNSDALE AVE N 27TH ST N SOUTH END 425 626 18,655 22
INWOOD AVE N STILLWATER BLVD N NORTH END 130 416 11,648 34
IRIS AVE N 35TH ST N 37TH ST N 372 929 21,460 94
IRIS AVE N 34TH ST N 35TH ST N 381 920 13,892 87
IRIS AVE N 34TH ST N 34TH ST N INTERSECTION 383 85 2,907 71
IRISH AVE N 28TH ST N IRONWOOD TRL N 417 339 7,119 59
IRISH AVE N 27TH ST N 28TH ST N 159 320 7,072 49
IRISH CT N 42ND ST N SOUTH END 325 200 6,760 16
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 4 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
IRONWOOD TRL N INWOOD AVE N IRISH AVE N 137 363 8,240 56
IRONWOOD TRL N IRISH AVE N 28TH ST N 138 978 20,049 75
IRONWOOD TRL N 27TH ST N 28TH ST N 414 393 8,725 80
IRONWOOD TRL N 35TH ST N IRONWOOD TRL N (ID 363)365 361 6,137 100
IRONWOOD TRL N 35TH ST N 37TH ST N 363 731 18,348 98
IRVIN CIR N SOUTH END 42ND ST N 327 524 15,510 82
IRVIN CT N SOUTH END LAKE JANE TRL N 303 497 14,662 83
IRVING BLVD N TRAIL 9TH PL N 719 70 1,633 98
IRVING BLVD N 9TH PL N IRVING CIR N 720 92 2,146 98
IRVING BLVD N IRVING CIR N IRVING CIR N 717 70 1,633 98
IRVING BLVD N IRVING CIR N IRVING CT N 718 272 6,436 100
IRVING BLVD N IRVING CT N ISLAND TRL 830 959 22,373 100
IRVING BLVD N ISLAND TRL THROUGH IRVING BLVD N 831 825 16,500 100
IRVING CIR N IRVING BLVD N IRVING BLVD N 714 974 19,480 98
IRVING CT N IRVING BLVD N NORTH CDS 749 413 15,354 100
IRWIN AVE N 36TH ST N 37TH ST N 359 366 6,295 GRAVEL
ISLAND TRL EAGLE POINT BLVD 5TH ST N 832 748 17,698 100
ISLAND TRL 5TH ST N UPPER 7TH PL N 675 265 10,157 98
ISLAND TRL UPPER 7TH PL N UPPER 7TH PL N 676 70 1,656 98
ISLAND TRL UPPER 7TH PL N LOWER 8TH PL N 744 369 8,731 98
ISLAND TRL LOWER 8TH PL N LOWER 8TH PL N 674 70 1,656 98
ISLAND TRL LOWER 8TH PL N 9TH PL N 673 270 6,388 98
ISLAND TRL 9TH PL N 9TH PL N 722 70 1,656 98
ISLAND TRL 9TH PL N (EAST SIDE)9TH PL N 721 176 4,164 98
ISLAND TRL 9TH PL N UPPER 9TH PL N 829 334 7,902 100
ISLAND TRL UPPER 9TH PL N IRVING BLVD N 824 358 8,470 100
ISLAND TRL IRVING BLVD N 10TH ST N 823 304 10,841 100
ISLE AVE N SOUTH END ISLE AVE N 238 2,333 67,424 90
ISLE AVE N SOUTH END 42ND ST N 329 650 19,045 84
ISLE CT N 35TH ST N SOUTH END 376 583 15,057 100
IVORY AVE N INWOOD IVORY CT 445 2,249 51,727 100
IVORY AVE N IVORY CT IVORY CT N 451 913 20,999 100
IVORY AVE N 15TH ST N IVORY CT 455 474 10,902 100
IVORY CT IVORY AVE N EAST END 450 362 9,014 100
IVY AVE N 16TH ST N NORTH END 447 705 19,458 61
IVY AVE N 15TH ST N 16TH ST N 453 1,225 27,318 48
IVY CT N 42ND ST N WEST END 312 874 28,492 87
IVYWOOD CIR N 5TH ST N THROUGH IVYWOOD CIR N 750 1,904 44,420 100
JACK PINE TRL N DEER POND TRL N WINDBREAK TRL N 297 1,020 20,910 26
JADE CIR N JADE TRL N WEST CDS 656 398 9,285 98
JADE CT N JADE TRL N WEST CDS 659 484 11,292 98
JADE CV N JADE TRL N EAST CDS 817 224 5,226 98
JADE TRL N HUDSON BLVD JADE CIR N 766 1,271 35,156 98
JADE TRL N JADE CIR N 5TH ST N 658 208 6,101 98
JADE TRL N 5TH ST N JADE CT N 660 522 15,310 98
JADE TRL N 5TH ST N JADE CV N 815 916 21,370 100
JADE TRL N JADE CT N JADE WAY N 753 137 4,018 98
JADE TRL N JADE WAY N JADE COVE N 765 348 8,119 100
JADE WAY N JADE TRL N SOUTH CDS 764 547 12,762 100
JAMACA AVE N ISLE AVE N 55TH ST N 175 1,800 59,580 95
JAMACA AVE N JAMACA BLVD N ISLE AVE N 218 646 20,866 93
JAMACA AVE N JANE RD N JAMACA BLVD N 236 1,327 39,412 100
JAMACA AVE N 42ND ST N LAKE JANE TRL N 310 982 35,352 95
JAMACA AVE N 37TH ST N 42ND ST N 354 2,448 86,904 99
JAMACA AVE N 36TH ST N 37TH ST N 357 366 13,908 95
JAMACA AVE N 35TH ST N 36TH ST N 367 573 21,316 98
JAMACA AVE N JAMACA CT N 35TH ST N 382 841 19,764 99
JAMACA AVE N STILLWATER BLVD N JAMACA CT N 389 278 12,037 93
JAMACA BLVD N 53RD ST N 55TH ST N 171 571 17,073 95
JAMACA BLVD N JAMACA AVE N 53RD ST N 217 1,620 49,086 95
JAMACA CT N JAMACA AVE N SOUTH END 390 1,136 25,787 58
JAMES AVE N 6TH ST LN N JUNCO RD N 713 199 4,643 100
JAMES AVE N JUNCO RD N 7TH ST N 650 308 7,186 100
JAMES AVE N 7TH ST N JAMES CIR N 655 488 11,385 100
JAMES AVE N JAMES CIR N JAMES CT N 792 430 10,032 100
JAMES AVE N JAMES CT N 8TH ST N 790 314 7,326 100
JAMES CIR N JAMES AVE N EAST END LOOP 793 899 20,974 100
JAMES CT N JAMES AVE N EAST CDS 791 235 10,936 100
JAMLEY AVE N 28TH ST N 31ST ST N 163 1,842 36,840 97
JANE CIR N JANE CT N NORTH END 252 823 25,760 72
JANE CT N JANE CIR N SOUTH END 105 698 14,728 100
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 5 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
JANE CT N JANE RD N JANE CIR N 253 815 15,974 100
JANE RD N WEST END JAMACA AVE 245 1,001 18,519 58
JANE RD N JAMACA AVE N JASPER AVE N 244 828 17,885 100
JANE RD N JASPER AVE N JANE CT N 248 679 15,889 100
JANE RD N JANE CT N 45TH ST N 274 1,914 41,725 100
JASMINE AVE N 9TH ST N 10TH ST N 478 413 9,747 92
JASMINE AVE N JASMINE AVENUE PL N 9TH ST N 487 605 14,581 100
JASMINE AVE N JASMINE AVE N (ID 494)JASMINE AVENUE PL N 490 1,036 26,107 93
JASMINE AVENUE PL N JASMINE AVE N SOUTH END 489 640 16,493 84
JASPER AVE N 49TH ST N NORTH END 120 402 12,181 8
JASPER AVE N JANE RD N 49TH ST N 243 565 17,459 7
JAY AVE N 5TH ST N 7TH ST N 648 374 11,717 100
JEAN AVE N 4TH ST N 4TH ST LN N 940 400 9,332 100
JEROME AVE N 49TH ST N JEROME AVENUE CT N 115 865 26,383 100
JEROME AVE N 49TH ST N EAST END 121 614 18,973 2
JEROME AVE N JEROME AVENUE CT N 53RD ST N 215 390 11,622 99
JEROME AVENUE CT N JEROME AVE N EAST END 220 586 18,459 100
JEWEL AVE N JULEP AVE N 10TH ST N 483 566 16,810 99
JEWEL AVE N JULEP AVE N EAST END 488 1,503 41,032 99
JONQUIL AVE N 31ST ST N JONQUIL TRL N 528 2,200 48,400 82
JONQUIL TRL N JONQUIL AVE N JAQUILL AVE N 529 2,015 49,569 89
JONQUIL TRL N JAQUILL AVE N JONQUIL AVE N 530 2,470 59,033 89
JULEP AVE N 45TH ST N 47TH ST N 265 1,432 44,106 83
JULEP AVE N JULEP CT N JEWEL AVE N 492 1,822 53,385 99
JULEP AVE N JASMINE AVE N JULEP CT N 495 1,020 28,458 95
JULEP CT N JULEP AVE N EAST END 496 709 19,285 99
JULEP WAY SOUTH END 57TH ST N 141 519 12,145 41
JULIA AVE N 4TH ST N 5TH ST N 893 329 12,061 100
JULIA AVE N 4TH ST N SPRINGS ENTRANCE 922 266 9,736 99
JULIA AVE N SPRINGS ENTRANCE HUDSON BLVD 937 385 14,091 99
JULIANNE AVE N 5TH ST N LOWER 6TH ST N 864 598 13,951 100
JULIANNE AVE N 4TH ST N 5TH ST N 938 191 5,602 100
JUNCO RD N JAMES AVE N JUNCO RD N 651 299 6,976 100
JUNCO RD N JUNCO RD N (LOOP SOUTH) JUNCO RD N (LOOP NORTH)653 147 3,430 100
JUNCO RD N JUNCO RD N 5TH ST N 652 520 12,132 100
JUNCO RD N JUNCO RD N JUNCO RD N 654 317 7,396 100
JUNCO RD N 4TH ST N 5TH ST N 911 191 5,793 100
JUNCO RD N 4TH ST LN N 4TH ST N 910 570 13,298 100
JUNE AVE N LOWER 8TH ST N 8TH ST N 739 829 19,341 100
JUNIPER AVE N LOWER 8TH ST N 8TH ST N 861 465 10,848 100
JUNIPER AVE N 7TH ST N LOWER 8TH ST N 862 602 14,045 100
JUNIPER CIR N 8TH ST N NORTH CDS 735 659 15,374 100
JUNIPER CT N 7TH ST N SOUTH END 649 511 11,922 100
JUNO AVE N LOWER 6TH ST N 6TH ST N 728 394 9,192 100
KEATS AVE N HWY 36 HWY 36 184 100 2,700 74
KEATS AVE N HWY 36 60TH ST N 180 93 4,278 68
KEATS AVE N 59TH ST N HWY 36 189 627 17,556 93
KEATS AVE N 57TH ST N 59TH ST N 196 937 26,236 92
KEATS AVE N 55TH ST N 57TH ST N 142 736 20,608 96
KEATS AVE N 53RD ST N 55TH ST N 156 615 17,220 91
KEATS AVE N 51ST ST N 53RD ST N 214 1,654 46,312 94
KEATS AVE N 47TH ST N 51ST ST S 255 1,922 53,816 93
KELVIN AVE N STILLWATER BLVD N STILLWATER LN N 396 381 8,039 89
KELVIN AVE N STILLWATER LN N KELVIN CT N 385 1,409 28,180 93
KELVIN AVE N KELVIN CT N NORTH END 536 1,409 29,025 96
KELVIN AVE N 57TH ST N 56TH PL N 785 702 16,378 100
KELVIN CT N KELVIN AVE N CDS 522 1,300 30,290 75
KIMBRO AVE N 47TH ST N 50TH ST N 251 1,348 32,487 77
KIMBRO AVE N KINDRED WAY 47TH ST N 283 2,101 60,719 90
KINDRED CT KINDRED CT KINDRED WAY 350 521 11,410 99
KINDRED WAY KINDRED WAY 43RD ST N 293 824 17,469 99
KINDRED WAY KINDRED WAY KINDRED WAY 294 178 3,809 99
KINDRED WAY KINDRED WAY ROUNDABOUT KINDRED WAY 314 1,238 26,988 99
KINDRED WAY KINDRED WAY ROUNDABOUT 43RD ST N 315 967 21,371 99
KINDRED WAY KINDRED WAY KINDRED WAY 316 148 3,256 99
KINDRED WAY KINDRED CT KINDRED WAY 321 165 4,307 99
KINDRED WAY KINDRED WAY KINDRED WAY 322 161 3,542 99
KINDRED WAY KINDRED WAY KINDRED WAY 324 178 3,916 99
KINDRED WAY KINDRED CT KINDRED WAY 330 1,037 22,399 99
KINDRED WAY KINDRED CT KINDRED WAY 331 1,297 29,183 99
KINGS CT N PALMER DR N WEST END 918 600 14,083 100
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 6 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
KIRKWOOD AVE N 50TH ST N NORTH END 230 1,945 42,012 90
KIRKWOOD LN N KIRKWOOD LN N LOOP 43RD ST N 299 384 8,179 31
KIRKWOOD LN N KIRKWOOD LN N KIRKWOOD LN N 309 1,344 29,971 65
KIRKWOOD LN N 40TH ST N 38TH ST N 906 586 13,671 100
KLONDIKE AVE N KLONDIKE AVE N 32ND ST N 122 1,242 23,225 GRAVEL
KLONDIKE AVE N KLONDIKE AVE N EAST END 123 388 4,462 65
KLONDIKE AVE N SOUTH END KLONDIKE AVE N 135 828 20,038 GRAVEL
KLONDIKE AVE N 33RD ST N STILLWATER BLVD N 395 652 13,692 21
KLONDIKE AVE N 32ND ST N 33RD ST N 401 249 4,233 100
KOKANEE AVE N 38TH CT N SOUTH END 812 215 7,022 100
KOKANEE AVE N 39TH ST N 38TH CT N 811 279 9,068 100
KOKANEE AVE N 39TH ST N KOKANEE LN N 813 191 4,456 100
KOKANEE AVE N KOKANEE LN N KOKANEE LN N 851 488 11,385 100
KOKANEE AVE N KOKANEE LN N 41ST ST N 853 339 7,909 100
KOKANEE LN N KOKANEE AVE N KOKANEE AVE N 852 1,443 33,665 100
KRAFT CIR N SOUTH END 33RD ST N 400 518 12,950 100
LADY SLIPPER CT N LADY SLIPPER RD NORTH CDS 665 186 10,058 100
LADY SLIPPER RD N 41 ST CIR N LADY SLIPPER CT N 666 366 8,539 100
LADY SLIPPER RD N 41ST ST CIR N 40TH ST N 661 999 23,307 100
LAKE JANE TRL N IRVIN CT N JAMACA AVE N 291 1,407 32,080 67
LAKE JANE TRL N JAMACA AVE N JANE RD N 284 2,367 85,212 96
LAKE JANE TRL N 42ND ST N IRVIN CT N 313 1,605 37,557 68
LAKE JANE TRL N IDEAL AVE N IRISH CT N 332 3,307 73,085 84
LAMPERT AVE N 32ND ST N 33RD ST N 404 792 16,632 100
LANGLY AVE N 3RD ST N 4TH ST N 638 466 10,872 93
LANGLY CT N SOUTH END 33RD ST N 393 503 12,575 100
LANSING AVE N 24TH ST N NORTH END 345 613 17,716 87
LARKSPUR LN N LINDEN TRL N LINDEN TRL N 257 533 10,484 100
LATROBE LN N PALMER DR N PALMER DR N 799 1,493 34,832 100
LAVENDER AVE N 40TH ST N LAVENDER CIR N 742 864 20,157 100
LAVENDER CIR N LADY SLIPPER RD NORTH CDS 741 133 8,822 100
LAVERNE AVE N STILLWATER BLVD N 39TH ST N 353 1,013 31,910 100
LAVERNE AVE N 36TH ST N STILLWATER BLVD N 361 737 20,783 100
LAVERNE AVE N UPPER 33RD ST N 36TH ST N 375 705 19,670 100
LAVERNE AVE N 11TH ST N 12TH ST N 466 555 16,317 78
LAVERNE AVE N 10TH ST N 11TH ST N 470 331 9,864 73
LAVERNE AVE N 5TH ST N 6TH ST CIR N 782 302 7,046 100
LAVERNE AVE N 4TH ST N 5TH ST N 636 229 5,954 93
LAVERNE AVE N 3RD ST N 4TH ST N 640 459 10,708 93
LAVERNE CT N SOUTH END 31ST ST N 412 432 12,960 91
LAYTON AVE N 10TH ST N 12TH ST N 469 969 28,198 66
LAYTON AVE N 36TH ST N STILLWATER BLVD N 504 951 20,351 94
LAYTON CT N SOUTH END 31ST ST N 411 415 11,869 91
LEEWARD AVE N 10TH ST N 12TH ST N 468 1,059 29,228 84
LEGION AVE N SOUTH END 30TH ST N 162 1,304 29,601 85
LEGION AVE N 20TH ST N LEGION LN N 440 739 18,401 94
LEGION AVE N LEGION LN N LEGION LN N 436 1,688 40,006 92
LEGION AVE N LEGION LN N 24TH ST N 340 254 5,817 91
LEGION LN CIR N WEST END LEGION LN N 428 275 8,388 80
LEGION LN CT N LEGION LN N EAST END 431 208 5,387 82
LEGION LN N LEGION LN CIR N LISBON AVE N 343 578 16,762 89
LEGION LN N LEGION LN CIR N LISBON AVE N 427 1,222 35,438 88
LEGION LN N LEGION LN CT N LEGION LN CIR N 430 156 4,477 83
LEGION LN N LEGION AVE N LEGION LN CT N 435 892 25,511 89
LILAC AVE N LOWER 31ST ST N UPPER 31ST ST N 818 479 11,175 100
LILAC AVE N 32ND ST N 33RD ST N 696 223 5,203 98
LILAC AVE N 33RD ST N 34TH ST N 819 307 7,162 100
LILAC AVE N 34TH ST N 35TH ST N 856 321 7,489 97
LILAC AVE N 35TH ST N LILAC AVE N 867 320 7,466 98
LILAC AVENUE ALCOVE N LILAC AVE N EAST CDS 820 423 15,587 98
LILAC LN N SOUTH END LINDEN TRL N 264 905 24,136 100
LILAC PL N LINDEN TRL N LINDEN TRL N 246 533 14,215 100
LILAC WAY N LINDEN TRL N EAST END 117 533 14,215 100
LILY AVE N SOUTH END LILY AVE N S SPLIT 106 1,134 29,257 0
LILY AVE N LILY AVE N S SPLIT EAST LEG LILY AVE N N SPLIT EAST LEG 241 719 13,805 0
LILY AVE N LILY AVE N S SPLIT WEST LEG LILY AVE N N SPLIT WEST LEG 242 771 14,341 9
LILY AVE N LILY AVE N N SPLIT 50TH ST N 116 381 9,106 36
LILY AVE N 44TH ST N NORTH END 280 421 7,746 4
LILY AVE N 44TH ST N SOUTH END 285 251 4,895 0
LINDEN AVE N SOUTH END MANNING AVE N 514 2,300 64,860 39
LINDEN AVE N 32ND ST N LINDEN LN N 697 399 9,309 98
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 7 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
LINDEN AVE N LINDEN LN N LINDEN LN N 698 266 6,206 98
LINDEN AVE N LINDEN LN N LINDEN CT N 699 403 9,395 98
LINDEN AVE N LINDEN CT N NORTH CDS 763 138 3,220 100
LINDEN CT N LINDEN AVE N WEST CDS 762 383 14,654 100
LINDEN LN N LINDEN AVE N LINDEN AVE N 701 893 20,834 98
LINDEN TRL N LILAC LN N STILLWATER BLVD N 260 557 12,995 100
LINDEN TRL N LARKSPUR LN N LINDEN TRL N LOOP 258 345 6,786 100
LINDEN TRL N LARKSPUR LN N LILAC PL N 250 216 4,249 100
LINDEN TRL N LARKSPUR LN N LARKSPUR LN N 249 218 4,288 100
LINDEN TRL N LILAC PL N LINDEN TRL 247 111 2,183 100
LINDEN TRL N LINDEN TRL LINDEN TRL 239 540 10,622 100
LINDEN TRL N LINDEN TRL N LINDEN TRL N 240 1,150 22,621 100
LINDEN TRL N LILAC WAY N 50TH ST N 118 414 8,143 100
LINDEN TRL N 50TH ST N LINDEN TRL N 223 1,115 25,277 100
LINDEN TRL N LINDEN TRL N LINDEN TRL N 216 526 8,242 100
LINDEN TRL N LINDEN TRL N LINDEN TRL N 211 414 6,487 100
LINDEN TRL N LINDEN TRL S LOOP LILAC LN N 259 179 3,938 24
LISBON AVE N 30TH ST N NORTH END 127 499 15,669 53
LISBON AVE N LISBON AVE N 30TH ST N 133 513 11,799 100
LISBON AVE N LISBON AVE N LISBON CT N 136 611 14,053 100
LISBON AVE N LISBON AVE N LISBON CT N 160 684 9,234 100
LISBON AVE N LISBON AVE N LISBON AVE N 161 835 11,273 100
LISBON AVE N LEGION LN N NORTH END 342 834 22,435 87
LISBON AVE N LISBON AVE N LISBON AVE N SOUTH LOOP 423 478 6,453 100
LISBON AVE N LISBON AVE N SOUTH LOOP LISBON AVE N 424 557 7,520 100
LISBON CT N LISBON AVE N SOUTH END 415 1,260 28,980 100
LITTLE BLUESTEM CIR N WEST END CDS LITTLE BLUESTEM TRN 305 581 12,550 72
LITTLE BLUESTEM CIR N LITTLE BLUESTEM TRN BEGIN CDS 307 342 7,490 57
LITTLE BLUESTEM CIR N BEGIN CDS END CDS 308 293 6,915 19
LITTLE BLUESTEM LN N LILY AVE N LITTLE BLUESTEM TRL N 292 887 20,933 34
LITTLE BLUESTEM TRL N LITTLE BLUESTEM TRN 44TH ST N 288 472 8,732 35
LITTLE BLUESTEM TRL N LITTLE BLUESTEM LN N 44TH ST N 290 431 7,974 26
LITTLE BLUESTEM TRL N LITTLE BLUESTEM CIR N BLUESTEM LN N 306 853 20,813 15
LITTLE BLUESTEM TRL N STILLWATER BLVD N LITTLE BLUESTEM CIR N 326 728 17,254 6
LOWER 31ST ST N VILLAGE PKWY N UPPER 31ST ST N 773 530 12,365 100
LOWER 31ST ST N VILLAGE PKWY N LILAC AVE N 775 674 15,724 100
LOWER 6TH ST N JULIANNE AVE N 6TH ST N 863 438 10,219 100
LOWER 6TH ST N JUNO AVE N JULIANNE AVE N 865 268 6,252 100
LOWER 8TH PL N ISLAND TRL (EAST LOOP)ISLAND TRL (EAST LOOP)669 557 11,140 98
LOWER 8TH PL N ISLAND TRL (WEST LOOP)ISLAND TRL (WEST LOOP)672 949 18,980 98
LOWER 8TH PL N ISLAND TRL (EAST LOOP) 2 ISLAND TRL (EAST LOOP) 2 671 585 11,700 98
LOWER 8TH ST N JUNIPER AVE N JUNE AVE N 860 1,051 24,520 100
MANNING AVE N 55TH ST N LINDEN AVE N 145 2,589 38,576
GRAVEL
MANNING TRL N 21ST ST N SOUTH END DOWNS LAKE 437 510 12,036 89
MANNING TRL N 20TH ST N 21ST ST N 111 497 11,481 93
MANNING TRL N 18TH ST N 20TH ST N 444 1,103 25,921 95
MANNING TRL N SOUTH END DOWNS LAKE MANNING AVE N 429 845 19,520 96
MARQUESS LANE CV N MARQUESS LN N MARQUESS LN N 155 175 4,410 18
MARQUESS LN N MARQUESS LANE CV N MARQUESS TRL N 153 351 8,986 35
MARQUESS LN N MARQUESS TRL N MARQUESS LANE CV N 207 1,006 24,848 29
MARQUESS TRAIL CIR N MARQUESS TRL N NORTH END 173 407 10,175 6
MARQUESS TRAIL CT N SOUTH END MARQUESS TRL N 213 586 15,177 0
MARQUESS TRL N MARQUESS WAY N 55TH ST N 152 207 5,299 31
MARQUESS TRL N MARQUESS WAY N MARQUESS WAY N 205 410 10,455 24
MARQUESS TRL N MARQUESS LN N MARQUESS WAY N 206 478 11,950 16
MARQUESS TRL N MARQUESS LN N MARQUESS TRAIL CT N 174 831 21,523 19
MARQUESS TRL N MARQUESS TRAIL CT N STILLWATER BLVD N 208 723 17,714 1
MARQUESS WAY N MARQUESS TRL N MARQUESS LN N 168 1,460 36,646 41
MONARCH CT N WILDFLOWER DR NORTH CDS 690 308 7,186 98
MONARCH LN N MONARCH PATH N WILDFLOWER DR 691 194 4,526 98
MONARCH LN N HUMMINGBIRD PATH N MONARCH PATH N 683 256 5,972 98
MONARCH LN N SUNFLOWER LN N HUMMINGBIRD PATH N 692 163 3,803 98
MONARCH PARK HUMMINGBIRD PATH N MONARCH PATH N 688 256 3,412 98
MONARCH PATH N MONARCH PARK MONARCH WAY N 693 121 1,613 98
MONARCH PATH N MONARCH LN MONARCH PARK 687 160 2,133 98
MONARCH PATH N MONARCH LN HUMMINGBIRD WAY N 757 166 2,213 100
MONARCH PATH N HUMMINGBIRD WAY N HUMMINGBIRD PARK N 803 148 1,973 100
MONARCH PATH N HUMMINGBIRD PARK N SWALLOWTAIL LN 759 165 2,199 100
MONARCH PATH N SWALLOWTAIL LN N SWALLOWTAIL WAY N 933 122 2,105 100
MONARCH PATH N SWALLOWTAIL WAY N SWALLOWTAIL PARK N 945 148 2,553 100
MONARCH PATH N SWALLOWTAIL PARK N WILDFLOWER DR N 926 206 3,554 100
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 8 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
STREET SEGMENT FROM TO ID LENGTH
(FT)
AREA
(SQFT)2023 PCI
2023 CONDITION RATINGS BY STREET SEGMENT
MONARCH WAY N HUMMINGBIRD PATH N MONARCH PATH N 686 283 3,772 98
PALMER DR N 10TH ST N ARNIE WAY N 794 1,481 36,521 100
PALMER DR N ARNIE WAY N ARNIE WAY N 796 524 12,225 100
PALMER DR N ARNIE WAY N LATROBE LN N 797 977 22,793 100
PALMER DR N LATROBE LN N LATROBE LN N 798 296 6,906 100
PALMER DR N LATROBE LN N KINGS CT N 931 1,865 43,510 100
PALMER DR N KINGS CT N QUEENS CT N 917 326 7,606 100
PALMER DR N QUEENS CT N ROYAL BLVD N 942 321 7,489 100
PRAIRIEVIEW TRL N BLAZINGSTAR LN WEST CDS 678 1,344 31,356 100
QUEEN ST N ANNIKA AVE N ANNIKA DR N 780 196 4,637 100
QUEEN ST N MANNING TRL N ANNIKA AVE N 834 211 4,992 100
QUEENS CT N PALMER DR N WEST END 921 598 14,037 100
ROYAL BLVD N PALMER DR N LAKE ELMO AVE N 944 540 12,598 100
STILLWATER LN N KELVIN AVE N STILLWATER BLVD N 391 1,325 26,898 31
STILLWATER LN N STILLWATER BLVD N KELVIN AVE N 399 1,866 38,066 40
STILLWATER WAY N STILLWATER BLVD N LITTLE BLUESTEM TRL N 602 838 19,274 97
STILLWATER WAY N LITTLE BLUESTEM TRL N MANNING AVE N 603 1,836 42,228 97
SUNFLOWER LN N MONARCH LN WEST CDS 684 441 8,525 98
SUNFLOWER LN N MONARCH LN SWALLOWTAIL LN 754 476 9,201 100
SUNFLOWER LN N SWALLOWTAIL LN N WILDFLOWER DR N 939 416 10,400 100
SWALLOWTAIL LN N SUNFLOWER LN N HUMMINGBIRD PATH N 802 164 3,826 100
SWALLOWTAIL LN N HUMMINGBIRD PATH N MONARCH PATH N 800 257 5,996 100
SWALLOWTAIL LN N MONARCH PATH N WILDFLOWER DR 801 190 4,433 100
SWALLOWTAIL PARK N HUMMINGBIRD PATH N MONARCH PATH N 919 256 4,416 100
SWALLOWTAIL WAY N HUMMINGBIRD PATH N MONARCH PATH N 923 256 4,416 100
TAPESTRY BEND TAPESTRY RD NORTH END 527 1,555 35,299 79
TAPESTRY GROVE WEST END TAPESTRY RD 524 1,000 22,400 85
TAPESTRY HILL TAPESTRY RD SOUTH END 526 1,755 41,594 82
TAPESTRY RD JULEP AVE N TAPESTRY RD 503 1,290 30,186 83
TAPESTRY RD TAPESTRY RD TAPESTRY RD 523 4,555 98,844 84
TAPESTRY RD TAPESTRY RD TAPESTRY BEND 525 3,280 70,520 77
UPPER 30TH ST N VILLAGE PKWY N UPPER 31ST ST N 774 1,017 23,727 100
UPPER 31ST ST N LOWER 31ST ST N UPPER 31ST ST N 895 956 22,303 97
UPPER 31ST ST N VILLAGE PKWY N LILAC AVE N 896 648 15,118 97
UPPER 33RD ST N LAVERNE AVE N EAST END 374 773 27,210
GRAVEL
UPPER 33RD ST N LAKE ELMO AVE N LAVERNE AVE N 377 352 9,786 93
UPPER 33RD ST N WEST END LAKE ELMO AVE N 379 867 18,207 100
UPPER 42ND ST N LADY SLIPPER CT N LAVENDER CIR N 664 720 16,798 100
UPPER 7TH PL N ISLAND TRL (WEST LOOP)ISLAND TRL (WEST LOOP)668 985 19,700 98
UPPER 9TH PL N ISLAND TRL (WEST LOOP)ISLAND TRL 827 1,219 24,380 100
UPPER 9TH PL N ISLAND TRL (EAST LOOP)ISLAND TRL 825 826 16,520 100
VILLAGE PKWY N 30TH ST N UPPER 30TH ST N 770 387 17,802 100
VILLAGE PKWY N UPPER 30TH ST N LOWER 31ST ST N 771 450 12,600 100
VILLAGE PKWY N LOWER 31ST ST N UPPER 31ST ST N 772 378 10,584 100
VILLAGE PKWY N UPPER 31ST ST N 32ND ST N 703 334 9,352 98
VILLAGE PKWY N 32ND ST N 35TH ST N 702 1,128 31,584 100
VILLAGE PKWY N 35TH ST N NORTH END 866 504 14,112 100
WHISTLING VALLEY RD WHISTLING VALLEY RD LOOP N WHISTLING VALLEY RD LOOP S 506 4,800 96,000 100
WHISTLING VALLEY RD WHISTLING VALLEY RD SPLIT N WHISTLING VALLEY RD SPLIT S 507 327 6,540 100
WHISTLING VALLEY RD 10TH ST LN N WHISTLING VALLEY RD SPLIT 508 760 15,200 100
WHISTLING VALLEY TRL 10TH ST LN N NORTH END 510 1,126 22,520 100
WHISTLING VALLEY TRL WEST END 10TH ST LN N 101 981 19,620 100
WHISTLING VALLEY TRL WHISTLING VALLEY TRL THRU CDS 511 248 4,960 100
WILDFLOWER DR N 39TH ST N 40TH ST N 746 673 15,701 98
WILDFLOWER DR N 40TH ST N BLAZINGSTAR LN N 682 595 17,451 98
WILDFLOWER DR N BLAZINGSTAR LN N MONARCH LN 681 330 9,679 98
WILDFLOWER DR N MONARCH CT N HUMMINGBIRD CT N 689 350 10,266 98
WILDFLOWER DR N SUNFLOWER LN N HUMMINGBIRD PATH N 929 169 4,225 100
WILDFLOWER DR N HUMMINGBIRD PATH N MONARCH PATH N 928 239 5,975 100
WILDFLOWER DR N MONARCH PATH N BLAZINGSTAR LN N 927 534 18,423 100
WILDFLOWER DR N BLAZINGSTAR LN N SWALLOWTAIL LN N 920 160 5,520 100
WILDFLOWER RD N HUMMINGBIRD CT N SWALLOWTAIL LN 760 131 3842.23 100
WINDBREAK TRL N JACK PINE TRL N DEER POND TRL N 270 308 5,975 45
WINDBREAK TRL N HIDDEN BAY TRL N JACK PINE TRL N 271 541 8,494 50
CITY OF LAKE ELMO PAVEMENT MANAGEMENT REPORT PAGE 9 OF 9
APPENDIX B: PCI CONDITION RATING VALUE BY STREET SEGMENT
APPENDIX C: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN MAP
APPENDIX D: 2024‐2033 STREET CAPITAL IMPROVEMENT PLAN SCHEDULE CITY OF LAKE ELMO 2024‐2033 CAPTIAL IMPROVEMENT PLAN RESIDENTIAL STREET IMPROVEMENTS 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 3M SETTLEMENT GRANT FUNDED STREET IMPROVEMENTS 3M GRANT 2024 STREET IMPROVEMENTS: Homestead 3M GRANT 2025 STREET IMPROVEMENTS: Packard Park + Eden Park + 20th Street Circle 3M GRANT 2026 STREET IMPROVEMENTS: Tartan Meadows + Klondike 3M GRANT 2027 STREET IMPROVEMENTS: Downs Lake Estates + Sunfish Ponds + The Forest $ 1,350,000 $ 4,345,000 $ 3,344,000 $ 3,234,000 ANNUAL STREET CAPITAL IMPROVEMENT PROJECTS 2024 STREET AND UTILITY IMPROVEMENTS: Carriage Station + Jamaca Ct $ 2,666,950 2025 STREET AND UTILITY IMPROVEMENTS: 59th St Ct/55th St/Julep Way & 57th St/Jasper/Jerome/Irish Ct $ 2,620,131 2026 STREET AND UTILITY IMPROVEMENTS: Lake Elmo Heights + Innsdale CDS + Inwood CDS $ 2,590,835 2027 STREET IMPROVEMENTS: OACE Acres: Hidden Bay Tr/Birchwood/Cherrywood/Windbreak/Jack Pine/Deer Pond $ 2,995,980 2028 STREET AND UTILITY IMPROVEMENTS: St. Croix's Sanctuary $ 2,334,000 2029 STREET AND UTILITY IMPROVEMENTS: 50th Street + Hill Trail (combine with Low Pressure sewer ext. to Oakdale) $ 2,073,900 2030 STREET AND UTILITY IMPROVEMENTS: Discover Crossing + Hilltop $ 2,122,500 2031 STREET AND UTILITY IMPROVEMENTS: Tablyn Park $ 1,875,000 2032 STREET AND UTILITY IMPROVEMENTS: Tapestry at Charlotte's Grove $ 3,729,000 2033 STREET AND UTILITY IMPROVEMENTS: 36th & 37th Street + Irwin Ave $ 892,500 RESIDENTIAL STREET IMPROVEMENT TOTALS $ ‐ $ 4,016,950 $ 6,965,131 $ 5,934,835 $ 6,229,980 $ 2,334,000 $ 2,073,900 $ 2,122,500 $ 1,875,000 $ 3,729,000 $ 892,500 TRANSPORTATION IMPROVEMENTS 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 CITY STREETS/PROJECTS VILLAGE PARKWAY UP RAILROAD CROSSING & PRIVATE DRIVE CLOSURE (DOT 183913SD) & DOT 183811D UPGRADES $ 957,000 15TH STREET NORTH (MSA ROUTE) $ 1,380,000 30TH STREET NORTH (MSA ROUTE) ‐ GAP SEGMENT (Lisbon Avenue ‐ Village Parkway) $ 483,000 HUDSON BLVD (MSA ROUTE) ‐ GAP SEGMENT (Applewood Point ‐9242 Hudson Blvd) $ 1,716,000 HUDSON BLVD (MSA ROUTE) ‐ GAP SEGMENT (Vahli‐Hi ‐Bus Facility) $ 552,000 HUDSON BLVD (MSA ROUTE) ‐ GAP SEGMENT (Keats to Kramer Lake Overlook) $ 2,100,000 SOUTH FRONTAGE ROAD (KEATS AVENUE TO LAKE ELMO AVENUE) $ 2,875,000 SOUTH FRONTAGE ROAD (DEMONTREVILLE TRAIL TO KEATS AVENUE) $ 5,760,000 COUNTY PROJECTS/CITY COST PARTICIPATION MANNING AVENUE (CSAH 15)/HUDSON BOULEVARD SIGNAL IMPROVEMENTS $ 300,000 TH36‐LAKE ELMO AVENUE (CSAH 17) INTERSECTION IMPROVEMENTS $ 5,000,000 CSAH 13 ‐IDEAL AVENUE IMPROVEMENTS: PHASE 3 $ 920,000 CSAH 6 AND INWOOD TRAFFIC SIGNAL IMPROVEMENTS $ 300,000 CENTRAL GREENWAY REGIONAL TRAIL (Hagberg: $120 + Keats/CSAH10) $ 250,000 CSAH 15 ‐MANNING AVENUE IMPROVEMENTS: PHASE 3 $ 300,000 $ 1,800,000 CSAH 15 ‐MANNING AVENUE IMPROVEMENTS: PHASE 4 $ 100,000 LAKE ELMO AVENUE & 39TH STREET TRAFFIC SIGNAL $ 500,000 TRANSPORTATION IMPROVEMENT TOTALS $ ‐ $ 4,786,000 $ 6,152,000 $ 3,795,000 $ 2,200,000 $ ‐ $ 2,100,000 $ 500,000 $ 5,760,000 $ ‐ $ ‐